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Strength evaluation of beam-column connection in the weak axis of H-shaped column
- Authors
- Kim, Sang-Dae; Kim, Sang-Seup; Ju, Young K.
- Issue Date
- 6월-2008
- Publisher
- ELSEVIER SCI LTD
- Keywords
- beam-column connection; weak-axis connection; connection detail; split-tee connection; end-plate connection
- Citation
- ENGINEERING STRUCTURES, v.30, no.6, pp.1699 - 1710
- Indexed
- SCIE
SCOPUS
- Journal Title
- ENGINEERING STRUCTURES
- Volume
- 30
- Number
- 6
- Start Page
- 1699
- End Page
- 1710
- ISSN
- 0141-0296
- Abstract
- There have been many studies performed on steel beam-column connections, and many connection details that can improve seismic performance and connection strength have been developed and are in use. However, the conventional type of connection with a bracket is preferred in Korea's construction market. This study develops, by experiment and theoretical analysis, an easy-to-construct beam-column connection that also ensures the flexural behaviour of the weak axis connection so that the steel structure system can be used in constructing low-rise buildings. This study also proposes basic data for structural design and construction of the beam-column connection of the H-shaped column's weak axis. (c) 2007 Elsevier Ltd. All rights reserved.
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